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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 5/8" OR 1/2" HIGH --- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER --1 CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT, FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END'' OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r - UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 D ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -III—I I I I=I m ° q I>11Ti—I T i �i I=1 ;- FOR ROOF PITCH 4:12 OR LESS. -PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. —ITI=III-I II I 11= I =1 I I= -HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ g� METAL PL. UNDER EA. TRUSS -MOISTURE BARRIER TYPICAL INTERIOR BEARING -SHINGLE ROOF -7/16" O.S.B. MIN, SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT, SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 FOR ADDITIONAL SLAB ELEV. VARIES INFORMATION. -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE SOFFIT SHEET LOAD BEARING OR 8"x8"X16" KNOCK -OUT EXTERIOR WALL BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR G/S3 FOR ANCHOR -8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD wz/ (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER arl� 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER CO TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E_ ' N00 'r ° D 6 MIL VAPOR III) BARRIER ff D N — fl > � I COMP. SOIL. M ° '- (COMPACTED TO 95% I 1ITI—O- MODIFIED PROCTOR I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" ON 3" CHAIRS TYP. (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS %- z / co Q 4„ e 00 T �•' III � �'-.'• . " T \ III= SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. *SIMPSON SP1 w/ (10)10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH —� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2" �31/2" MIN. ELEV. 4-31 /2" h z (2) #5 CONT. U.N.O. TYPICAL BEARING WALL "SHEAR WALL TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH -� BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"016" PLATE WASHER (TYP.) FOR WALL HGT. > 8'4% (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS — �L �31/2"MIN. MIN. b SHEARWA SCALE: 3/4"=V-0" 1/2"(min.)- 4" 00 �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW -^2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 \ /WWF OR FIBERMESH II (2) #5 CONT. e 4,;1 , i �� U.N.O. MIN. TYPICAL BEARING WALL @ STEPrc C SCALE:3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING os�c�RE NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �\ 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 10 M�N�o s (1) ROW 2x BLOCKING @MID HGT. INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT /" �� NOTE: FOR WALL HGT. <_ 8'-6". (2) ROWS 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd PTS fOR WALL HGT. > 8'-6". #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION di LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. @ 24" O.C, VERT, OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR 3500#, MIN. TENSION 2600#) 6 1/4"x31/4" TAPCONS () SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM E 6 x 6 W1.4 x W1.4 - r 2x P.T. PLATE FIBERMESH c WEEP SCREED INSTALLED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR BAR w END OF 2" x PLATE D WWF OR FIBERMESH T ° p. ASSUMED FINISHED GRADE Z! D ' ° '� _D D Cl) -- - z FINISH GRADE M #3 81 #4 LAP SPLICE 25"MIN. LAP [30" MIN. LAP] GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] a g _ ° —III—I I —I i I °° I —III I�=1 ' 1=III—III I =1 D _ _ _ - o I I L. I I=1 I ITI I ITI ° ° —III—I I - w r— \ D ° °D D D III —III= — 6 MIL VAPOR BARRIER —� D D ° I-� I = LU oO R 1 7/8 —III, i II li 1I--I i r_ ° — _ -T #5 REINFORCING BAR �-�-rl Imo- r #5 LAP SPLICE �° I —III —III I I i—III—III I I I I 11-�-�� I III —III —III —III —III —III N7 IT A'D I=11 I— 11=1 I 1=,E I T COMP. MODIFIE(D PROCTOR ASCOMPACTED OM ' �= TI=1 I _ I1=1 1=1 I' D1557) ,ITI lT� I I I l I -1 I—III—III—III—III—III—III-1 I —III —III III —III —III- 4" V 4" FRAME WALL TO C.M.U. WALL CONNECTION KD l TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" O A G ' 00 a SCALE: 3/4"=1'-0" �r GRADE �I I I-1 1 I— M. -(1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 C . M • ,' .I - SEE A/S3 OR J/S6 J -1 III I 111� 1 I I r FOR REINF. INFO.L 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 'S 3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS 41 1— II�II � II 'lull 00 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAh Q INTERIOR a •^ CONCRETE NAILS W 1 1/2' J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S 00 - — — - `=' TI ITf— I M 6 MIL VAPOR BARRIER 36" MIN. LAP [36" MIN. LAP] e. 10 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS F S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR x x CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL 'r BEAM SIZE & CONNECTION INFO ( I W PLATE 1 1 2x4 #2 SYP P.T. FRAMING w/ Ins^ MIN 7116" O.S.B. SHEATHING os.e. z ATTACHED PER NAILING w SCHEDULE COLUMN LOCATION Q > w 6x6 P.T. #2 SYP _ w LU ABU66 —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 O.C. ZZ--1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN / CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 t '- WWF OR FIBERMESH w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) a �— 0'-0" FIN. FLR.� BRICK PAVERS or SLAB PER COMMUNITY SPECS — — — :I I� .� iTI=fTT=1Tl—ITI=Tf 004 c , , .00.o0000 t (2) #5 CONT. ON 3" CHAIRS 8" (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� WWF OR FIBERMESH T „ I M C E SEE A/S3/J/S6 fi 8 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. I M SCALE:3/4"=V-0" S3 MASONRYWALLAND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS = TO FOUNDATION PAD !9 d CONT. FOOTING STEEL MAT REINFORCING. t ' Cl)00 2 GRADE_ d ° -__ w IIII—III1=IIII1 a a I I—II1I1—=�I1II1—=�I1II1 — 14 71 _vIILU w w QI• Oo CC 4 -Z 1=1 a 1=1 I I I —I—III— FOOTING W -III III—I_I I —III —I l—III 111—III—III_ Q �I,,IIIISiIIlliillli�illl ,II -III -III—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 I <A,�� ,�, Ci vv O < ; J � �e " /Q v AT' ti ` UJ '•. Gay q •vo R O F�`�Q�� r]'ttlta� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. IN to e9 .. IN It 8 N to cep ik # O O O dY co — J J - M NC 10 ro LL LL ih �W�2° uu._j a°W Vi M S LLI UJ 0 4 ai�i52 a a ao > .L 0"aacnOT 0o OW- P13 m m o o . C N'R fb OTC Q r2 Q O Earn a z 0) .--. F, O Q O Lo_�?/ N Q m z 6 LL F J L a < Z O V ❑❑❑❑ . W N O � O z —.I M � N s M U) %��/�o NCz _ LL W o `v V3 0 ® Q .0 —LU ' V) 0:� o �N N C) m ,,, � o g I I a a ®0 �m o W M M ¢ o'� Z E w. o° >� Zo a Q 0 wZ pa R0 I 1 =o �U O < WZ Qo Ww 2 L (n - <Z =y �§ mO O0 Q� 1Z oa n a V0 ', ~ 3:aLL o w w� =� >� 00a_ w 01 �N 0 = � Al W cu 0 't .> � r Q O 0 o co (fl cu JCQ O T ui m:3T A co \ iii r- o Z z E O a E a ?3 0 _ Q o c JOB NO : 20-1128 SCALE : AS NOTED SHEET NO. S3 (MONO)